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25'-4' BLDG. HGT. <br />II'-4' 2ND FLR., _ <br />BR'a. HGT. <br />3 <br />BAND <br />6' RAISED <br />BAND <br />9'-4 3/4' <br />2ND FIN. FLR <br />8'-0' C�G. HGTI <br />OPT. COACH <br />LIGHT <br />il'-4' 2ND FLR <br />B <br />V-4 3/4' 2ND FLp- __ <br />FIN. FLR/BRG. HGT. <br />8'-0' CLG. HGT.s -_ <br />0'-0' FIN. FLRe, _ <br />12 <br />5r::; <br />— - — - — - — - — - — - — - — - <br />not 111=0��Fgwg <br />I <br />11, <br />� <br />MEMO <br />MEMO <br />FLI!LMMI, <br />�lwlll <br />FRONT ELEVATION <br />SCALE: 1/4 . I'-V' TEXTURED FINISH <br />REAR ELEVATION <br />SCALE: 1/4 x I'-& TEXTURED FINISH <br />FYPON IVX48' <br />,_----DECORATIVE <br />SHUTTER OR <br />EQUIVALENT <br />'-4' 2ND FLR. <br />BRG. HGT. <br />BKTIIXII OR <br />EQUIVALENT <br />b RAISED <br />i BAND ITYPJ <br />_ V-4 3/4' <br />Y2ND FIN. FLR. <br />_ �'-0' BRG. HGT. <br />• ENTRY <br />I <br />I 45 <br />A <br />TYP• 4' RAISED <br />I <br />BAND ( <br />8' RAISED <br />BAND (TYP.) <br />I <br />rL0'-0' FIN. FLR <br />_ oII'-4' 2ND FLR <br />BRG. HGT. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />�9'-4 3/4' 2ND FLR <br />r FIN. FLRIBR:a. HGT. <br />4B <br />TYR <br />AREA OF ATTIC <br />158S 54, FT. <br />NET FREE VENTILATION AREA REQUIRED <br />= 1/300 <br />REQUIRED VENTILATION AREA <br />= 15M/300 <br />5.28 <br />VENTILATION AREA X SO, INCHES PER FT.(144) <br />760.8 SQ, IN. <br />MIN. REQUIRED VENTILATION <br />= .5x 760.8 <br />IN UPPER PORTION OF ATTIC <br />- 380.40O IN. <br />OFF RIDGE VENTILATION AREA <br />= 115 SO IN. PER VENT <br />380.4 /115 <br />TOTAL# OF VENTS REQUIRED <br />= 3.30783 <br />TOTAL# OF VENTS FROM DID <br />= 4 <br />'AREA OF ATIC IS THE PERIMTER OFTHE HOUSE, LESS THE OVERHANG <br />(EXTERIOR OF WALLTO EXTERIOR OF WALL <br />NO OVERHANGS INCLUDED) <br />I/1' THICK 2 COAT CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONFI'- <br />4'x4' GALV. L'-TYPE <br />F-LAA04M SET N <br />ROOFING CEMENT <br />RBERGLASS SHINGLea <br />WAAIDERLAYMENT AA PER PECK <br />27 b SYP PT LEDGER W/ <br />9015)L ROOF SFIEATNNG THICIQ4E06 <br />I/J'x0• TIREADED ROD 82' <br />AS PER SHEiET SNL SECW7Ep PER <br />O.G. WITHN i' OF EACFI <br />FASTENER SCHEDULE <br />END MAX SET N SR'MPSOFI <br />SU9PSONI LSU-26�� <br />HIGH BTRENGTI.1 EXPDXY <br />2ND F. FLR /PER ELEVJ ,� <br />i' MN ET'IDED. <br />2.6 SYP RAFTERS OR <br />PRE-ENG'D TRUSS --- <br />ROOF SLOPE--- I <br />ELEVATION <br />2X6 SYP PT LEDGER W) <br />MN. TM' OSB SFli�� <br />1/)'x0' THREADED ROD <br />GUSSET TO BE SE32, <br />O.C. 4 UMTHN W OP <br />2X6 MEMO# V <br />EACH END MAX SET N3' <br />OL. • PERIMET <br />SMIPSON HIGH STRENGTH <br />fl'�-4' <br />SIMPSON LUS-26 WI (4)1"..* '_0' <br />EXPDXY 6' MN EMBED. <br />TO LEDGER AND (2) Imd'# <br />7O 21i JOIST <br />CHAF#RL POR SOFFIT <br />OVERHANG DETAIL <br />A SCALE: 1/2 x 1'-0' <br />ENGINEERED UIOM TRNSSES • 24' O.C. <br />SUBMIT SHOP ORAURNGB SEALED BY <br />PROFESSIONAL ENGNEER FOR REVIEW AN # <br />D COMMENTS <br />PLYW= SHEATWW. SEE <br />STRUCTURAL <br />2ND RR W.T. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AN #: 0003325 J <br />Y <br />2 <br />b <br />O�� <br />� <br />" <br />4 <br />� <br />Ry, <br />a <br />.3 <br />N <br />W <br />0 <br />x <br />J <br />aU13DIV. S&C LOT <br />ABBOTT <br />PARK <br />LOT# 28 <br />BLK# 9 <br />PROJECT* <br />04181.000-28091 <br />MODELc <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWINO: <br />LEFT <br />PAGE: <br />FRONT & <br />REAR <br />ELEVATION <br />"H" <br />60 MPH <br />ROOFNG AND FLA014NG W/ DRP— Ta" 6"mrs, ANCIgR# <br />Now PER MNFR WARRANTEE WA 6TRCTURAL <br />REQUIREMENTO <br />WRAP FASCIA WITH BREAK METAL MAOOMW Sao OFAM <br />Ix2. 2x6 WOOD FASCIA SEE #i/ STRCMAL <br />STRUCTURAL FOR FASTENERS p <br />VENTED SOFFIT PER ATTIC CALMS Vl' <br />VJ' THICK 2 COAT CEMENT PLASTER <br />APPLIED DIRECTLY TO MASONRY <br />RAISED TRIM PER ELEVATIONS <br />UA2ND FLR WINDOW PER FLAN AR <br />RAKE SOFFIT DETAIL FDAIE: 06/14m <br />T <br />3 H <br />